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A platform for research: civil engineering, architecture and urbanism
Temperature effect on deformation and failure of concrete under statical compressive load
Statical compressive tests were conducted to determine relationships between elastic modulus, capacity of strain and temperature by limiting failure time at about 100 sec within temperature range of -40 to 60 C; test procedure and results are described. English summary.
Temperature effect on deformation and failure of concrete under statical compressive load
Statical compressive tests were conducted to determine relationships between elastic modulus, capacity of strain and temperature by limiting failure time at about 100 sec within temperature range of -40 to 60 C; test procedure and results are described. English summary.
Temperature effect on deformation and failure of concrete under statical compressive load
Japan Soc Civ Engrs -- Trans
Hatano, T. (author)
1964
5 pages
Article (Journal)
English
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